BOSTON 


NEW  YORK 


CHICAGO 


Lally  Column  Co.  of  New  York 


CALYER  AND  RUSSELL  STREETS.  BROOKLYN.  N.  Y. 


Brooklyn,  X.  Y. 


/pril  2oth,  1918. 


The  ^/estinghouse  Co., 

Sche nec tady , 

N.  Y. 

Gentlemen; 

Replying  to  your  inquiry  of  the  18th 
inst.,  we  are  enclosing  herewith  copy  of  our 
latest  catalogue  containing  full  information  in 
regard  to  Lally  Columns. 

On  page  24  you  will  note  the  list  prices 
on  light  weight  columns.  At  the  present  time  we 
are  quoting  as  follows  on  these  columns;  5”,  3^" 

and  4|" - list,  plus  10 $.  4" - list  price. 

5" - list,  plus  35$.  6" - list,  plus  25$. 


Should  you  require  any  heavy  weight  col¬ 
umns,  kindly  send  us  schedule  and  we  will  quote 
you  on  same. 


Very  truly  yours , 

LALLY  COLUMN  CO.  OF  N.Y, 


AK 


Avtur  ubhahy 

»«'T* 


United  States  Column  Co. 

CAMBRIDGE,  MASSACHUSETTS 
Established  1897 


LALLY  COLUMN  CO.  OF  NEW  YORK 
Calyer  and  Russell  Streets 
Brooklyn,  New  York 


LALLY  COLUMN  CO.  OF  CHICAGO 
4001  Wentworth  Avenue 
Chicago,  Illinois 


Manufacturers  of 


LALLY  PATENT 
COLUMNS 


2 


LALLY  COLUMNS 


CONTENTS 


John  Lally,  Inventor  of  the  LALLY  COLUMN  3 

Testing  a  Lally  Column  at  the  Watertown  Arsenal  4 

Description  of  Lally  Columns  6 

Specifications  of  Lally  Columns  6-7 

Descriptions  of  Standard  Bracket  Caps  8-10 

Latest  Bracket  Cap  Construction  11 

Bracket  Cap  with  Double  Flange  Connections  12 

Continuous  Lally  Columns  13 

Ornamental  Lally  Columns  14 

Standard  Lally  Columns  16 

Adjustable  Caps  .  16 

Lally  Columns  with  Beam  Supports  at  Different  Elevations  17 

Continuous  Veranda  Support  .  18 

Railroad  Shelter  Construction  Using  Lally  Columns  19 

Reinforced  Lally  Columns  20-21 

Steel  Built-up  Bases  22 


Sizes  of  Caps  and  Bases  for  Light-Weight  Columns 
Carried  in  Stock  . 

Diameter  and  Lengths  of  Light-Weight  Columns  Carried 


in  Stock  23 

Price  List  of  Lally  Light-Weight  Columns  24 

Strength  List  of  Lally  Light-Weight  Columns  26 

Price  List  of  Lally  Heavy-Weight  Columns  26-27 

Strength  List  of  Lally  Heavy-Weight  Columns  28 

Advantage  of  Lally  Columns  29-31 

Tests  Made  at  Wentworth  Institute  32 

Buildings  Equipped  with  Lally  Columns  34-43 

Views  of  Chelsea  and  Salem  Fires,  Effect  on  Lally  Columns  44-68 
Building  in  which  Lally  Columns  Were  Used  62-63 

Patents  on  Lally  Columns  64 


AVERY  LIBRARY 


COLUMBIA  UNIVERSITY 


Classics 

AT 

l3ao 

LI57 

1917 


JOHN  LALLY,  Inventor  of  “  Lally  Columns” 


Testing  a  Lally  Column 


LALLY  COLUMNS 


5 


r  ^ 


L - -J 


L 


ALLY  COLUMNS  are  a  building  support 
made  up  of  a  steel  outer  shell  and  a 
compact  filling  of  concrete.  They  are  the 
best,  cheapest,  and  most  durable  support 
made.  The  LALLY  COLUMNS  are  made 
in  a  modern  factory,  thoroughly  equipped 
with  modern  machinery.  Each  LALLY 


COLUMN  must  take  so  much  filling,  weigh  so  much,  and  stand 
so  many  tons  compression.  Each  LALLY  COLUMN  goes 
through  a  process  of  manufacture,  by  special  machinery,  which 
entirely  eliminates  air  holes  or  cavities.  Each  LALLY  COLUMN 
is  stamped  with  our  trademark,  “LALLY  PATENT  COLUMN.” 
Each  column  is  filled  under  the  supervision  of  an  official  in¬ 
spector.  The  outside  shell  of  a  LALLY  COLUMN  is  made  of 
steel.  The  inner  part,  or  filling,  is  made  of  sand,  cement,  and 
blue  trap  rock  of  the  highest  quality,  automatically  measured, 
machine  mixed  and  thoroughly  compressed,  giving  the  highest 
possible  results  for  the  compression  of  concrete.  These  facts 
are  proven  by  our  United  States  Arsenal  tests. 

LALLY  COLUMNS  are  manufactured  complete,  and  shipped 
ready  to  set  up  in  the  building  in  one  fourth  the  time  of  any 
other  columns. 


6 


LALLY  COLUMNS 


Why  Architects  Should  Specify 

Lally  Columns 

1.  Because  they  are  the  best  supports  known. 

2.  Because  they  are  absolutely  reliable  for  what  we  claim 
for  them. 

3.  Because  by  our  system  of  reinforcement  a  much  smaller 
diameter  may  be  used  when  desired. 

4.  Because  we  are  the  only  people  in  the  column  business 
equipped  with  special  machinery  for  making  such  columns. 

6.  BECAUSE  WE  ARE  THE  ORIGINATORS,  AND 
ALL  OTHERS  ARE  INCOMPETENT,  INEXPERIENCED, 
WOULD-BE  IMITATORS. 

6.  Because  we  have  a  full  line  of  tests  from  the  United 
States  Arsenal  to  prove  the  value  of  LALLY  COLUMNS. 

7.  Because  there  is  no  danger  of  failure  of  our  steel  bracket 
caps,  as  in  the  case  of  cast  iron.  The  uncertainty  of  a  cast- 
iron  bracket  is  conceded  by  all  authorities. 

8.  Because  in  the  hundreds  of  thousands  of  columns  used 
in  our  fifteen  years  experience  we  have  not  had  one  accident 
caused  by  our  columns. 

9.  Fire,  water,  and  weight  will  quickly  destroy  a  hollow 
column,  but  many  times  the  same  quantity  of  fire,  water,  or 
weight  will  not  even  affect  the  LALLY  COLUMN. 

10.  The  LALLY  COLUMN  can  be  furnished  in  less  than 
one  quarter  the  time  that  a  cast  iron  or  a  steel  made-up  column 
can  be  turned  out,  making  a  large  saving  of  time,  which  is  a 
saving  of  money. 

11.  Because  the  Lally  Patent  Steel  Cap  for  beams  and 
continuous  column  connection  is  so  far  superior  to  the  Loose 
Cast  Iron  Cap  used  by  our  imitators.  See  pages  29,  30,  and  31. 


LALLY  COLUMNS 


7 


Why  Architects  Should  Insist  Upon  Using  the 

Lally  Column 

When  They  Specify  it 


Because  there  are,  unfortunately,  a  number  of  unscrupulous 
people  who  are  always  anxious  to  “skin  the  job”;  and  such 
men  frequently  try  to  substitute  some  cheap,  worthless  article 
for  the  LALLY  COLUMN,  regardless  of  the  injustice  to  the 
owner  and  the  architect.  All  for  the  saving  to  themselves  of  a 
few  cents  on  an  article  of  the  most  vital  importance  in  the  whole 
building  —  the  supports. 

We  invite  comparison  of  the  LALLY  COLUMN  with  any 
column  on  the  market,  in  actual  test,  knowing  that  for  strength, 
durability,  and  economy  it  is  without  a  peer. 

LALLY  COLUMNS  are  cheaper  in  the  same  carrying  capacity 
than  any  other  column. 


8 


LALLY  COLUMNS 


Fig.  A 

Showing  a  detail  of  the  construction  of  our  standard  Steel 
Patent  Cap.  This  whole  arrangement  makes  a  complete  as¬ 
sembled  steel  and  concrete  bracket  cap  for  beam  and  continuous 
column  connections. 


L  ALL  Y  COLUMNS 


9 


Description  of  Fig.  A 

Jn  corresponding  numerals) 


1.  Represents  steel  shell  of  upper  column. 

2.  Represents  crown  plate  of  bracket  cap  upon  which  beams 
or  girders  rest. 

3.  Holes  for  bolts  to  fasten  beam  to  plate  2. 

4.  6.  Represent  tie  bolts  passing  from  crown  plate  2,  through 
brackets  8  and  9,  also  through  cap  7,  entering  the  casing  11  of 
the  lower  column,  and  also  embedded  in  the  concrete. 

6.  Represents  a  steel  rod  or  pintle  embedded  in  the  con¬ 
crete  at  the  base  of  the  upper  column,  extending  into  the  cap  of 
the  lower  column,  resting  on  cap  plate  No.  7,  thus  holding  the 
upper  column  firmly  in  position. 

7.  Represents  a  cap  plate  which  sets  on  casing  No.  11  of 
the  lower  column,  forming  a  seat  for  brackets  8  and  9,  through 
which  the  bolts  4  and  5  pass. 

8.  9.  Are  brackets  setting  on  cap  7,  extending  to  the  under 
side  of  crown  plate  2,  with  bolts  4  and  6  passing  through  same, 
making  a  bracing  support  for  crown  plate  2,  on  which  beams 
rest. 

10.  Represents  a  reinforcement  of  steel  embedded  in  con¬ 
crete  of  lower  column,  passing  from  under  side  of  cap  7  to  base 
of  column. 

11.  Represents  steel  shell  of  lower  column. 


10 


LALLY  COLUMNS 


Plarfof  LALLY  PATENT  steel  cap  at  section 
x  x  of  Fig.  A 


Description 

(In  corresponding  numerals) 

No.  4  and  No.  5  show  tie  bolts  which  bind  the  members  of 
the  cap  and  secure  the  cap  to  the  column  shaft. 

No.  6  shows  the  dowel  pin  which  extends  from  the  upper 
column. 

No.  8  and  No.  9  show  strengthening  brackets  through  which 
bolts  No.  4  and  No.  5  pass.  These  brackets  support  the  crown 
plate  upon  which  the  beams  rest. 

No.  13  shows  segments  which  form  the  neck  of  the  cap  and 
make  a  uniform  support  for  crown  plate  No.  2  of  Fig.  A. 


11 


LALLY  COLUMNS 


The  above  cut  shows  our  latest  construction  of  bracket  and 
beam  support  where  one  column  sets  over  the  other.  This  cap 
consists  of  crown  plate  and  steel  bracket  inserted  through  slots 
in  the  column  shaft  and  firmly  affixed  thereto. 


12 


LALLY  COLUMNS 


The  above  cut  shows  a  special  connection  fastening  top  and 
bottom  flanges  of  beams  securely  to  column. 


LALLY  COLUMNS 


13 


Fig.  C 

Shows  continuous  LALLY  COLUMN  and  Beam  connection. 
The  upper  column  resting  on  crown  plate  of  lower  column. 
Both  columns  are  connected  by  a  dowel  pin  as  shown,  or  may 
be  bolted  together  if  desired. 


14 


L  ALL  Y  COLUMNS 


Fig.  D 

Ornamental  column  for  exterior  and  interior  work. 


LALLY  COLUMNS 


15 


Plain  Shaft  Column  with  Ordinary  Plate  for  Wood  Beam 
Connection. 

For  stock  lengths  and  sizes  of  caps  and  bases,  see  page  23. 


16 


LALLY  COLUMNS 


The  above  is  an  illustration  of  our  screw  caps  especially 
adapted  where  a  variation  in  a  length  may  be  desired. 

Columns  equipped  with  these  caps  may  be  shortened  or 
lengthened  while  set  in  place. 

This  type  of  column  will  be  appreciated  by  persons  familiar 
with  the  erecting  of  columns,  as  it  eliminates  the  necessity  of 
shimming. 

We  carry  these  caps  in  stock  for  4  inch,  43 ^  inch,  and  6  inch 
columns  only. 


17 


LALLY  COLUMNS 


Lally  Column  with  Beam  Supports  at  Different  Elevations. 
These  columns  may  be  arranged  to  meet  any  requirements. 


18 


LALLY  COLUMNS 


Lally  Columns  as  a 
continuous  veranda 
support  for  either 
wooden  girders  or 
steel  beams  are  unsur¬ 
passed. 

Our  special  caps 
present  a  neat  appear¬ 
ance  and  are  particu¬ 
larly  adapted  to  this 
form  of  construction. 


Plan  showing  cap  connections  for  beams  and  continuous 
columns  of  veranda. 


LALLY  COLUMNS 


19 


The  above  is  a  design  showing  the  advantage  and  ready 
application  of  Lally  Columns  in  railroad  station  shelters.  We 
solicit  inquiries  from  interested  persons  in  this  line  of  construction. 


20 


LALLY  COLUMNS 


The  above  is  a"  section  of  a  Lally  Column  showing  the  steel 
outer  shell  filled  with  concrete.  The  concrete  is  compressed, 
thus  eliminating  all  air  voids.  Lally  Columns  are  made  in  light 
and  heavy  weight  sections. 


This  cut  is  a  section  of  a  Lally  Column  with  a  single  steel 
bar  reinforcement.  This  type  is  used  wherever  a  small  addi¬ 
tional  reinforcement  is  required. 


LALLY  COLUMN  S 


21 


In  this  cut  is  shown  a  section  of  a  Lally  Column  reinforced 
with  a  pipe.  This  construction  is  used  wherever  reinforcing 
to  the  extent  of  several  square  inches  of  metal  area  is  necessary 
to  sustain  the  load  prescribed. 


The  reinforced  Lally  Column  shown  in  the  section  above  is 
the  most  compact  fireproof  column  manufactured.  The  four 
angle  irons  as  well  as  the  concrete  within  the  radius  of  same  are 
designed  to  carry  the  load.  The  outer  shell  and  the  concrete 
outside  the  radius  of  the  angles  act  as  fireproofing  and  make 
the  column  practically  indestructible. 


22 


LALLY  COLUMNS 


Here  is  shown  a  new  steel  built-up  base  attached  to  a  Lally 
Column.  It  consists  of  a  steel  bottom  plate  fastened  to  the  four 
steel  brackets  which  are  firmly  attached  to  the  column  shaft 
through  slots  in  same. 


LALLY  COLUMNS 


23 


Stock  Sizes  of  Caps  and  Bases  for 


Light-Weight  Columns 


Diam. 

Col. 

Size  of  Plates 

3 

5  4"  x  6 1  •/'  x  4" 

3  1  i" 

6"  x  6"  x  1  2"  —  6"  x  8' 

'  x  ,4" 

4" 

6"  x  6"  x  ys"  —  6"  x  8"  x  y  - 

8"  x  8"  x  4" 

4  1  2  ' 

8"  x  8"  x  y 

5" 

8"  x  8"  x  :,4"  ^  10"  x  10"  x 

6” 

8"  x  8"  x  1"  -  10"  x  10"  x  1"  — 

12"  x  12"  x  1" 

Stock  Lengths  of  Light-Weight  Columns 

Diam. 

Col. 

Lengths 

6  -0"  6  -  8" 

7'-4" 

3" 

6-4"  6-10" 

6  -6"  7  -  0" 

7'-6" 

6-0"  6'-10" 

8-0" 

CO 

6  -4"  T-  0" 

8-6" 

6  -6"  7'-  4" 

6  -8"  7  -  6" 

9-0" 

4" 

Same  Lengths  as  3  4' 

7-0"  8-6" 

10-0" 

4 1  o" 

7- 6"  9-0" 

8- 0"  9-6" 

5" 

Same  Lengths  as  4  4 

" 

6 

8-0"  9'-0" 

8-6"  9'-6" 

10-0" 

To  avoid  delay  please  confine  yourself  to  these  lengths  if  possible 


Price  List  of  Our  Light-Weight  Lally  Columns 


24 


LALLY  COLUMNS 


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These  prices  include  a  stock  size  cap  and  base  complete.  For  stock  sizes,  see  page  23.  Prices 
of  bracket  caps  on  these  columns  same  as  heavy  weights  of  same  diameter,  except  6"  diameter 
which  takes  63//'  heavy  weight  price.  See  pages  26  and  27  for  prices  on  heavy-weight  columns. 


Safe  Carrying  Capacity  of  Light-Weight  Lally  Columns 
in  tons  of  2,000  lbs. 

Safety  factor  of  4 

Weight 


LALLY  COLUMNS 


25 


See  pages  26,  27,  and  28,  for  Heavy-Weight  Columns. 

All  lengths  should  be  given  over  all,  including  caps  and  bases. 


26 


LALLY  COLUMNS 


REVISED 

LALLY  HEAVY- 


Prices  and  Sizes  Steel  Bracket  Caps 


Diam. 

of 

Col. 

Size  Crown 
Plate 

1  way 

Price 

of 

1  way 

Size  of 

2  way 

Price 

of 

2  way 

Size  of 

3  way 

Price 

of 

3  way 

Size  of 

4  way 

Price 

of 

4  way 

Price 
of  plain 
col. 
shaft 
per  ft. 

31" 

4"x  8''x!" 

$2.76 

4xl2x!" 

$2.88 

8x12x1" 

$3  60 

12x12x1" 

$4.10 

$  .52 

4" 

6"x  8"xJ" 

2.96 

6x12x1" 

3.16 

8x12x1" 

3.66 

12xl2x)" 

4.14 

.66 

41' 

6"x  9"x J" 

3.14 

6x14x1" 

3.38 

9x14x1" 

4.00 

14x14x1" 

4.62 

.74 

B" 

6"xl0"x!" 

3.68 

8xl5x;" 

4.24 

10xl5xi" 

4.78 

16x15x1" 

5  56 

.90 

61" 

6"xl0"x j" 

3.86 

8xl5x}" 

4.52 

10x16x5" 

4.96 

15x15x1" 

5  66 

1.10 

61" 

8"xl2"xl" 

5.20 

10x17x1" 

6  34 

12x17x1" 

6.86 

17x17x1" 

7.70 

1.46 

7  " 

8'xl4"x|" 

6.20 

10x18x1" 

7  06 

14x18x1" 

7.94 

18x18x1" 

8  62 

1.82 

8!" 

10"xl5"x{" 

6  96 

10x20x1" 

7  60 

15x20x1" 

8.86 

20x20x1" 

9.86 

2.18 

91" 

10"xl6"xi" 

7.60 

10x22x1" 

8  38 

16x22x1" 

9.88 

22x22x1" 

11.14 

2.56 

10  i" 

iaxi7"x;" 

9.36 

12x24x1" 

10.44 

17x24x1" 

11.48 

24x24x1" 

12.92 

3.18 

12  J" 

13"xl9"x>" 

11.50 

13x24x!" 

12.34 

19x24x1" 

13.52 

24x24x1" 

14.18 

4.36 

We  manufacture  Steel  Bracket  Caps  any  size  and  shape  to  meet  any 
and  all  requirements.  We  charge  for  extra  steel  furnished  in  caps 
larger  than  stock  sizes 


LALLY  COLUMNS 


27 


NOVEMBER  1,  1916 

WEIGHT  COLUMNS 


Prices  and  Sizes  of  Plate.  Cast  Iron  Caps  and  Bases 


Diam. 

of 

Col. 

Area  of 
Metal 
Section 
of  Column 

Area  of 
Concrete 
Section 
of  Column 

Size  of 

C.  I. 

Cap 

Price  of 

C.  I. 

Cap 

Size  of 

C.  I. 

Base 

Price 

of 

C.  I. 
Base 

3J" 

2.23" 

7.38" 

6x  8x 

$  .25 

6x  8x 

$  .25 

4" 

2.68" 

9.88" 

8x  8x  1" 

.40 

8x  8x  §-" 

.40 

4J" 

3.17" 

12.73" 

8x  8x  \" 

.45 

8x  8x 

.45 

5" 

3.67" 

16.96" 

10xl0x  -1" 

.70 

lOxlOx  l" 

.70 

5 

4.32" 

19.98" 

lOxlOx  1" 

.70 

12x12x1" 

1.50 

61" 

6.58" 

28.88" 

10x14x1" 

1.40 

16x16x1 1"* 

3.40 

71" 

6.92" 

38.72" 

12x14x11" 

2.10 

18x18x2"* 

5.80 

81" 

8.40" 

50.02" 

12x14x14" 

2.10 

20x20x21"* 

9.00 

9|" 

10.04" 

62.72" 

Special 

Special 

22x22x3"* 

12.00 

10," 

11.94" 

78.82" 

Special 

Special 

24x24x3"* 

20.00 

12»" 

14.69" 

113.09" 

Special 

Special 

Special  Special 

♦Beveled 

Safe  Carrying  Capacity  of  our  Heavy-Weight  Lally  Patent  Columns 

in  tons  of  2,000  lbs. 


28 


LALLY  COLUMNS 


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LALLY  COLUMNS 


29 


popularity  of  the  Lally  Column  is 
largely  due  to  its  reliability. 

It  is  an  established  fact  that  cast  iron  is 
an  uncertain  quantity.  The  cast  iron  cap 
used  by  our  imitators  as  shown  on  page  30 
makes  the  vital  part  of  the  column  unre¬ 
liable.  The  inside  of  this  cast  iron  sleeve 
cap  rests  loosely  on  the  top  of  the  column  shaft,  and  is  very 
often  rough  and  uneven.  The  depth  of  the  sleeve  makes  it 
impracticable  to  reach  the  bearing  surface  with  a  tool  to  smooth 
or  face  it.  This  gives  the  cap  an  uneven  bearing  on  the  column, 
which  results  in  the  glaring  weakness  as  shown  by  the  illustra¬ 
tion  on  page  30. 


OUR  LALLY  STEEL  CAPS  ARE  ALWAYS  RELIABLE 
AND  SURE  TO  CARRY  THE  LOAD  FOR  WHICH  THEY 
ARE  DESIGNED. 


30 


LALLY  COLUMNS 


CAST  IRON  CONNECTION 

Above  cut  shows  a  two-way,  loose,  cast-iron  bracketed  cap  which  our 
imitators  use.  To  prove  the  weakness  of  this  type  of  beam  connection,  we 
have  had  a  test  of  same  at  U.  S.  Arsenal,  resulting  in  an  ultimate  strength  of 
only  84,200  pounds. 

You  will  note  that  in  this  connection  the  column  shaft  enters  up  into  a 
sleeve,  the  crown  plate  of  the  cap  resting  on  the  column  shaft.  The  supporting 
brackets  are  cast  on  said  sleeve.  You  can  readily  see  the  vast  inferiority  of 
this  loose  connection  by  the  above  test. 


LALLY  COLUMNS 


31 


LALLY  CONNECTION 

Above  cut  shows  the  New  Lally  Steel  Bracket  Two-way  Beam  and  Column 
Connection.  This  cap  has  been  tested  at  the  U.  S.  Arsenal,  offering  a  resist¬ 
ance  of  500,000  pounds,  and  then  only  bending  the  plates  and  brackets 
slightly. 

We  ask  you  to  contrast  figures  on  pages  30  and  31. 

These  cuts  are  half-tones  taken  from  photographs  of  the  identical  Caps 
which  were  tested. 


32 


L ALL Y  COLUMNS 


Here  are  shown  four  Lally  Columns  that  were  tested  by  the 
Wentworth  Institute  of  Boston,  Mass.,  with  absolutely  no 
solicitation  on  our  part. 

You  will  note  on  the  cards  attached  to  the  columns  that  in 
each  case  the  failure  of  the  column  was  at  a  greater  pressure  than 
our  listed  loads  for  these  sizes. 


LALLY  COLUMNS 


33 


the  following  pages 
we  show  pictures  of 
some  of  the  various 
types  of  Buildings 
which  we  have 
equipped  with  Lally  Columns. 

We  especially  call  your  attention 
to  the  photographs  showing  the  Lally 
Columns  which  have  stood  in  de¬ 
fiance  of  the  ravages  of  the  terrible 
Chelsea  and  Salem  fires. 


34 


LALLY  COLUMNS 


Lally  Columns  in  “Boston  Store”  of  Denholm  &  McKay  Co., 
Worcester,  Mass. 


Nearly  all  architects  use  Lally  Columns  for  store  and 
mercantile  buildings. 


LALLY  COLUMNS 


35 


This  picture  shows  one  of  the  six  floors  of  the  new  Kerr  Mill, 
Fall  River,  Mass.,  for  the  American  Thread  Co.,  equipped  with 
Lally  Columns,  continuous  from  basement  to  roof. 


36 


LALLY  COLUMNS 


The  Lally  Columns  and  connections  are  used  extensively  in 
mill  construction.  Some  of  the  largest  mills  in  the  country  are 
supported  by  Lally  Columns. 


Exterior  View  of  Kerr  Mill,  Fall  River,  Mass. 


LALLY  COLUMNS 


37 


Lally  Columns  in  Shetucket  Woolen  Mills,  Baltic,  Conn. 


38 


LALLY  COLUMNS 


LALLY  COLUMNS 


39 


Holmes  Manufacturing  Co.  Mill  New  Bedford,  Mass. 

Lally  Columns  used  throughout  Charles  W.  Praray,  Eng. 


40 


LALLY  COLUMNS 


Showing  Lally  Columns  in  Basement 


LALLY  COLUMNS 


41 


Domenico  Building  Chelsea,  Mass. 

Lally  Columns  used 


42 


LALLY  COLUMNS 


Lally  Columns  used  throughout 


LALLY  COLUMNS 


43 


Saint  Rose  Catholic  Church  Chelsea,  Mass. 

Lally  Columns  used  before  and  after  the  fire 


44 


LALLY  COLUMNS 


LALLY  COLUMNS  IN  RUINS  OF  CHELSEA 


Ruins  of  St.  Rose  Catholic  Church  in  Chelsea,  Mass. 


Showing  Lally  Columns  standing  as  firm  as  before  the  fire. 
This  photograph  was  taken  the  morning  after  the  fire. 

There  can  be  no  doubt  of  the  supremacy  of  the  Lally  Columns 
after  these  wonderful  tests  for  fire  resistance. 


LALLY  COLUMNS 


46 


' 


Another  View  of  the  Chelsea  Ruins 


The  Lally  Columns  may  be  seen  here  standing  upright  and 
unharmed  by  the  terrible  fire  which  destroyed  all  before  it 
except  the  Lally  Columns. 


46 


LALL  Y  COLUMNS 


Another  place  in  Chelsea  fire  ruins  where  the  Lally  Columns 
stood  the  test  without  failure.  Note  condition  of  other  metal. 


LALLY  COLUMNS 


47 


In  this  building,  also,  the  Lally  Columns  were  the  only  part 
of  the  building  to  stand  unharmed  through  the  fire. 


48 


LALLY  COLUMNS 


View  of  the  ruins  of  the  French  Catholic  Church  and  School,  Salem,  Mass. 

after  the  fire. 


LALLY  COLUMNS 


49 


Church  ruin,  showing  a  lot  of  cast  iron  columns  broken  in  several  pieces. 


50 


LALLY  COLUMNS 


Interior  view  of  the  French  Catholic  Church,  Salem,  Mass.,  showing  the  ruins  after  the  fire. 
The  small  white  arrows  show  the  condition  of  the  cast  iron  columns  that  were  used. 


LALL  Y  COLUMNS 


51 


View  of  the  French  Parochial  School  ruins  adjoining  the  church,  showing  the 
condition  of  the  Lally  Columns  after  the  fire  at  Salem,  Mass. 


52 


LALLY  COLUMNS 


This  building  was  equipped  with  cast  iron  columns  which  were  completely  destroyed  as 
shown.  The  white  arrows  show  some  of  the  destroyed  cast  iron  columns. 


LALLY  COLUMNS 


63 


Note  the  condition  of  cast  iron  columns.  White  arrows 
indicate  location. 


54 


LALLY  COLUMNS 


View  of  Lally  Column  holding  the  comer  of  a  building  after 
the  fire. 


LALLY  COLUMNS 


55 


A  Salem  ruin,  showing  the  condition  of  the  Lally  Columns  after  the  fire. 


66 


LALLY  COLUMNS 


One  of  the  many  hundreds  of  residences  where  Lally  Columns  were  used  in  the 

Salem  fire. 


LALLY  COLUMNS 


57 


Note  the  condition  of  all  material  and  contrast  with  the  Lally  Columns. 


58 


LALLY  COLUMNS 


LALLY  COLUMNS 


59 


The  following  is  a  List  of  a  few  of 
the  Buildings  where  LALLY 
COLUMNS  are  in  use 


SHETUCKET  WORSTED  MILL 

Baltic,  Conn. 

AMERICAN  GRAPHAPHONE  CO. 

Bridgeport,  Conn. 

BRIDGEPORT  BRASS  CO.  FACTORY 

Bridgeport,  Conn. 

CONNECTICUT  BREWERIES  CO. 

BUILDING  ....  Bridgeport,  Conn. 
POLI  THEATER  .  .  Bridgeport,  Conn. 
AUTO  EXCHANGE  Geo.  Lewitt 

New  Britain,  Conn. 
NEW  BRITAIN  THEATER 

New  Britain,  Conn. 
C.  W.  BLAKESLEE  New  Haven,  Conn. 
MALLEY  BUILDING,  New  Haven,  Conn. 
MOELLER  BUILDING 

New  Haven,  Conn. 
CITY  HALL  .  .  South  Norwalk,  Conn. 
OVERLAND-WATERBURY  GARAGE 

Waterbury,  Conn. 
NATCHAUG  SCHOOL,  Willimantic,  Conn. 
NUCKOLLS  PACKING  HOUSE  CO. 

Pueblo,  Col. 

ROUMANIAN-GREEK  CATHOLIC 

CHURCH .  Aurora,  Ill. 

ROUMANIAN  SOCIETY  HALL 

Aurora,  Ill. 

PACIFIC  PRESS  PUBLISHING  ASSO. 

Brookfield,  Ill. 

AMERICAN  FILM  CO.  BUILDING 

Chicago,  Ill. 

BRUNSWICK-BALKE-COLLENDER 

BUILDING . Chicago,  Ill. 

CHICAGO  ART  INSTITUTE 

Chicago,  Ill. 

CHARLES  BOSTROM  BUILDING 
Building  Commissioner  of  Chicago 

Chicago,  Ill. 

CHICAGO  BEACH  HOTEL  Chicago,  Ill. 
CHICAGO  PACKING  BOX  CO. 

FACTORY . Chicago,  Ill. 

GARFIELD  PARK  STORAGE 

WAREHOUSE . Chicago,  Ill. 

HOLCOMB  STEEL  CO.  WAREHOUSE 
Chicago,  Ill. 


HOME  LIFE  INSURANCE  BUILDING 


Chicago,  Ill. 

HOTEL  ASTOR . Chicago,  Ill. 

I.  A.  C.  BUILDING  ....  Chicago,  Ill. 
LAWNDALE  WHOLESALE  GRO¬ 
CERY  BUILDING  ....  Chicago,  Ill. 


LA  SALLE  EXTENSION  UNIVERSITY 
Chicago,  Ill. 

LIBERTY  TRUST  &  SAVINGS  BANK 

Chicago,  Ill. 

MERCHANTS  LITHOGRAPHING  CO. 
BUILDING . Chicago,  III. 

METROPOLITAN  STATE  BANK 

Chicago,  Ill. 

OPPENHEIMER  &  CO.  DEPT.  STORE 
Chicago,  Ill. 

PETTIBONE-MULLIKEN  CO.  BUILD¬ 
ING  . Chicago,  Ill. 

POST  OFFICE,  Logan  Square  Station 

Chicago,  Ill. 

RECTOR’S  RESTAURANT  Chicago,  Ill. 

REGAN  PRINTING  CO.  BUILDING 

Chicago,  Ill. 

SEARS  ROEBUCK  &  CO.  OFFICE 

Chicago,  Ill. 

SMITH  FORM-A-TRUCK  CO.  BUILD¬ 


ING  . Chicago,  Ill. 

ST.  KILLIAM’S  CHURCH  Chicago,  Ill. 
ST.  MELS’  CHURCH  .  .  Chicago,  Ill. 


STOCK  YARDS  POST  OFFICE 

Chicago,  Ill. 

SPOFFORD-WHITE  CO.  BUILDING 


Chicago,  Ill. 

S.  S.  KRESGE  BUILDING  Chicago,  Ill. 
THE  GLOBE  MILLS  .  .  .  Chicago,  III. 
THIRTEENTH  CHRISTIAN  SCIENCE 

CHURCH . Chicago,  Ill. 

THOMAS  M.  SMYTH,  Post  Office 

Chicago,  Ill. 


THOMPSON  RESTAURANTS 

Chicago,  Ill. 

UNION  LINEN  SUPPLY  CO. 

FACTORY . Chicago,  Ill. 

UNITED  CIGAR  STORES  CO. 

Chicago,  III. 


60 


LALL  Y  COLUMNS 


WHEELER  CLOUGH  VARNISH 

FACTORY . Chicago,  Ill. 

WOODLAWN  BRANCH,  Post  Office 

Chicago,  Ill. 

WOOLWORTH  BUILDING  Chicago,  Ill. 
PUBLIC  SCHOOL  .  .  .  Glenview,  Ill. 
ORRINGTON-LUNT  LIBRARY 
BUILDING,  Northwestern  University, 

Evanston,  Ill. 

THORNTON  TOWNSHIP  HIGH 

SCHOOL . Harvey,  Ill. 

WM.  PEASE  HOTEL  .  .  .  Harvey,  Ill. 
HINSDALE  CLUB  HOUSE,  Hinsdale,  Ill. 
EVANSTON  HOTEL  .  .  Evanston,  Ill. 
CHICAGO  STORE  BUILDING 

Kankakee,  Ill. 

OAK  PARK  FIRE  DEPARTMENT 

Oak  Park,  Ill. 

LETTS  &  BENNETT  APARTMENT 

BUILDING .  Rockford,  Ill. 

FIRST  CHURCH  CHRISTIAN 

SCIENCE  Wilmette,  Ill. 

GRADE  SCHOOL  Hammond,  Ind. 

ST.  MICHAEL’S  SCHOOL 

Schererville,  Ind. 

WARSAW  THEATER  AND  OFFICE 

BUILDING .  Warsaw,  Ind. 

COMMONS  BUILDING  Dubuque,  la. 
CUSHMAN-HOLLIS  SHOE  FACTORY 

Auburn,  Maine 

Y.  M.  C.  A . Augusta,  Maine 

EASTERN  TRUST  BUILDING 

Bangor,  Maine 
BATES  STREET  FACTORY 

Lewiston,  Maine 
JOHN  D.  ROCKEFELLER,  Jr., 

RESIDENCE  .  .  Seal  Harbor,  Maine 

ELKS  CLUB  ....  Waterville,  Maine 
LEACH  &  GARNER  FACTORY 

Attleboro,  Mass. 
ATTLEBORO  SCHOOL,  Attleboro,  Mass. 
WALKER  MISSIONARY  HOME 

Auburndale,  Mass. 
BELMONT  SPRINGS  COUNTRY 

CLUB . Belmont,  Mass. 

BEVERLY  HIGH  SCHOOL 

Beverly,  Mass. 

ALMSHOUSE  AND  HOSPITAL  (city 
of  Boston) . Boston,  Mass. 

EYE  AND  EAR  INFIRMARY  (Nurses’ 

Dormitory)  . Boston,  Mass. 

FERGUSON’S  BAKERY,  Boston,  Mass. 


F.  W.  WOOLWORTH  CO.,  Boston,  Mass. 

N.  E.  COAT  &  TOWEL  SUPPLY  CO. 

Boston,  Mass. 

PLANT  SHOE  FACTORY,  Boston,  Mass. 
UNITED  DRUG  CO.  .  .  Boston,  Mass. 
GEO.  L.  DOW  BUILDING 

Cambridge,  Mass. 
HENNESSEY  BUILDING  Cambridge 
MURRAY  &  EMERY  CO.  FACTORY 

Cambridge,  Mass. 
RIVERSIDE  PRESS,  Cambridge,  Mass. 
SALVATION  ARMY  BUILDING 

Cambridge,  Mass. 
CAMBRIDGE  PAPER  BOX  CO. 

Cambridge,  Mass. 

J.  L.  HAMMETT  CO.,  School  Supplies 

Cambridge,  Mass. 
TECH.  BLOCK  .  .  Cambridge,  Mass. 
SAINT  ROSE  CHURCH  (before  and 
after  the  fire)  .  .  .  Chelsea,  Mass. 
LAWSON  STABLES,  “Dreamwold” 

Egypt,  Mass. 

KERR  MILL,  AMERICAN  THREAD 

Fall  River,  Mass. 

ROBICHAUD  &  MOUNTAIN  BUILD¬ 
ING  .  .  .  Gardner,  Mass. 

HEARN  BUILDING  .  Holyoke,  Mass.  | 
FARR  ALPACA  MILL  Holyoke,  Mass.  I 
CHERRY  &  WEBB  STORES 

Lawrence,  Mass.  I 

WASHINGTON  MILLS,  Lawrence,  Mass. 
CITY  STABLES  ....  Lowell,  Mass. 
ST.  PETER’S  SCHOOL  Lowell,  Mass. 
JOHN  PILLING  SHOE  FACTORY 

Lowell,  Mass.  I 
LUDLOW  MILL  .  .  .  Ludlow,  Mass.  I 
MALDEN  HIGH  SCHOOL 

Malden,  Mass. 
BOSTON  STORES,  New  Bedford,  Mass. 
NEILD  MANUFACTURING  CO.  MILL 

New  Bedford,  Mass,  i 
BOOTH  MANUFACTURING  CO. 

MILL  . New  Bedford,  Mass.  I 

HOLMES  MANUFACTURING  CO. 

MILL . New  Bedford,  Mass.  |  . 

N.  E.  TEL.  &  TEL.  COMPANY 

BUILDINGS  throughout  New  England 
PUBLIC  LIBRARY  Newton,  Mass,  j 

NEW  HOME  SEWING  MACHINE 

FACTORY .  Orange,  Mass.  | 

JARRELL  BUILDING,  Pittsfield,  Mass,  i 
WAITE  BUILDING  .  Pittsfield,  Mass.  I 


LALLY  COLUMNS 


61 


! 


|  QUINCY  HIGH  SCHOOL,  Quincy,  Mass. 
ELKS  HOME . Revere,  Mass. 

EXPOSITION  BUILDINGS 

Springfield,  Mass. 

STATE  INFIRMARY,  Tewksbury,  Mass. 
TAYLOR  BUILDING  .  Wellesley,  Mass. 
GERMAN  HOME,  West  Roxbury,  Mass, 
i  KELLY  &  HAWES  GARAGE,  Winchester 
WOLLASTON  HIGH  SCHOOL 

Wollaston,  Mass. 

RICHARDSON  SILK  MILL 

Belding,  Mich. 

KNIGHTS  OF  MACCABEES  OFFICE 
BUILDING  ....  Port  Huron,  Mich. 

|  BLUE  VALLEY  CREAMERY  CO. 

BUILDING  .  .  .  Grand  Rapids,  Mich. 
BANCROFT  REALTY  CO.  BUILDING 
.  Saginaw,  Mich. 

|  ST.  JOSEPH  SCHOOL,  St.  Joseph,  Mich. 

SOUTHERN  ALUMINUM  CO.  BLDG. 

Whitney,  N.  C. 
ERIE  R.R.  STATION  .  Allendale,  N.  J. 

'  EMBRIE  MISSION  .  Englewood,  N.  J. 
D.  L.  &  W.  R.R.  STATION  AND 

HOUSES . Glen  Ridge,  N.  J. 

j  UNIVERSAL  FILM  CO.  .  Leonia,  N.  J. 

|  DURATEX  CO.  FACTORY,  Newark,  N.  J. 

STATE  ARMORY  .  .  Red  Bank,  N.  J. 

1  Y.  M.  C.  A.  BUILDING  .  Summit,  N.  J. 

|  AJAX  RUBBER  CO.  .  Trenton,  N.  J. 

1  TRENTON  WATER  DEPT.  STATION 

Trenton,  N.  J. 

'BOSTON  STORE,”  Binghamton,  N.  Y. 
KILMER  BUILDING, 

Binghamton,  N.  Y. 

WALTER  LAW  STABLES 

Briardiffe,  N.  Y. 

BORDEN  MILK  CO.  STATION 

Brooklyn,  N.  Y. 
BOTANICAL  GARDEN,  Brooklyn,  N.  Y. 

BROOKLYN  BASEBALL  CLUB,  EB- 
BETTS  STADIUM  .  Brooklyn,  N.  Y. 

|  COLUMBUS  DISTILLING  CO. 

Brooklyn,  N.  Y. 

!  HECKER-JONES- JEWEL  MILLING 
CO.  BUILDING  .  .  .  Brooklyn,  N.  Y. 

I  KIRKMAN  SOAP  CO.,  Brooklyn,  N.  Y. 
t  NORTH  SIDE  BANK  Brooklyn,  N.  Y. 


ST.  MARY’S  CHURCH,  Court  Street 

Brooklyn,  N.  Y. 
STANDARD  OIL  CO.  .  Brooklyn,  N.  Y. 
ALEX.  CAMPBELL  MILK  STATION 

Coney  Island,  N.  Y. 
COOK’S  BATHS  .  Coney  Island,  N.  Y- 
ACTORS’  CLUB  .  .  .  Freeport,  N.  Y. 
HARRIMAN  SCHOOL,  Harriman,  N.  Y. 
FIRE  HOUSE  .  .  Mamaroneck,  N.  Y. 
PORT  CHESTER  HOSPITAL 

Port  Chester,  N.  Y. 

DUTCHESS  MANUFACTURING  CO. 

Poughkeepsie,  N.  Y. 
FIAT  MOTOR  CO.,  Poughkeepsie,  N.  Y. 
PRICE  FIREPROOFING  CO. 

BUILDING  .  .  .  Poughkeepsie,  N.  Y. 

KNAPP  BUILDING  .  .  Rochester,  N.  Y. 
SEA  VIEW  HOSPITAL 

Staten  Island,  N.  Y. 
GERMAN  ODD  FELLOWS  HOME 

Yonkers,  N.  Y. 

W.K.  VANDERBILT  RESIDENCE 

Jericho,  L.  I. 

LOFT  CANDY  CO.  .  .  Long  Island  City 
PORT  WASHINGTON  HIGH 

SCHOOL  .  .  Port  Washington,  L.  I. 
SAGE  FOUNDATION  HOMES 

Forest  Hills,  L.  I. 

WEST  JEFFERSON  CREAMERY 

Columbus,  Ohio 

UNION  CLOTHING  CO.  BUILDING 

Columbus,  Ohio 

MONROE  TOWNSHIP  SCHOOL 

London,  Ohio 

KAPPA  SIGMA  FRATERNITY  HOUSE 
Norman,  Okla. 

FELLOWS-HUBER  SILK  MILL 

E.  Stroudsburg,  Pa. 

CHARLES  M.  SCHWAB  RESIDENCE 

Loretta,  Pa. 

McCLINTOCK  RESIDENCE 

Pittsburgh,  Pa. 

HARRY  PAYNE  WHITNEY 
RESIDENCE  .  .  Newport,  R.  I. 

GREEN  &  DANIELS  FACTORY 

Pawtucket,  R.  I. 
ODD  FELLOWS  TEMPLE 

Sioux  Falls,  S.  Dak. 
UNIVERSITY  OF  VIRGINIA 

Charlottesville,  Va. 

CHURCH  OF  NOTRE  DAME  DES 
VICTOIRES  ....  St.  Johnsbury,  Vt. 
EXCELSIOR  REALTY  CO.  BUILDING 

Milwaukee,  Wis. 


62 


CAST  IRON  COLUMNS 


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64 


LALLY  COLUMNS 


rc 


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^j]HE  various  improvements  on 
LALLY  COLUMNS  are 
covered  by  the  following 
patents.  Any  infringement 
on  these  patents  will  be 


prosecuted  to  the  full  extent  of  the  law. 


Pat.  Nov.  22,  1898 
Pat.  Aug.  1,  1906 
Pat.  Mar.  27,  1906 
Pat.  Nov.  13,  1906 
Pat.  Feb.  6,  1907 
Pat.  Feb.  19,  1907 
Pat.  Oct.  29,  1907 
Pat.  Oct.  20,  1908 
Pat.  Dec.  8,  1908 
Pat.  Aug.  26,  1913 
Pat.  May  13,  1916 


THE  LALLY  COLUMN 
is  endorsed  by  leading  engineers 
and  by  the  Chief  Engineer  of  the 
Department  of  the  Supervising 
Architect,  United  States  Government 


Griffith-Stillings  Pr  > 
Boston,  Mass.  , 


